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HomeMy WebLinkAboutDrawings11/ ARC LENGTH=50.47 RADIUS=235.00 CHORD N1'9 38' -07.57"W CHORD LENGTH=50.372 ARC LENGTH=65.20 RADIUS=265.00 CHORD --N200 31' 55.00"W CHORD LENGTH=65.040 U 0 z U 3.1,6i463' U _T �1 t F I R E L A N E - F I R E LANE -FI R E L ANE -FI R E L A N E - F I R E L A NE -FIR E L A N E F I R E L A N E \ 01 ELAN ARC LENGTH=3038 RADIUS=100.00 I / ( a� / ~•:� �bY CHORD --5360 1'7"01.00"E-\ YY j. CHORD LENGTH=30260 FI RF CAA - NVIRUI HN I 91d 1.4 3mvq U11 9MV19111.4 LANDSCAPE PLAN SCALE 1"= 20' PROJECT SITE BEING 1.17 ACRES OF LAND ALSO KNOWN AS LOT #3, BLOCK 2, OF THE TOWER POINT SUBDIVISION PHASE 12,, TO THE CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS. LANDSCAPING POINT CALCULATIONS NOTES: SIZE NAME & TYPE 1. ALL LANDSCAPING SHALL BE IN COMPLIANCE WITH CITY OF COLLEGE STATION UNIFIED DEVELOPMENT POINT ORDINANCE, ARTICLE 7.5 LANDSCAPING AND TREE PROTECTION. ISO 2. ALL TREES, SHRUBS, AND GRASSES ARE TO BE SELECTED BY THE OWNER FROM AN APPROVED LIST AS V MINIMUM LIVE OAK TREE SPECIFIED BY THE CITY OF COLLEGE STATION -LANDSCAPE & STREET$CAPE STANDARDS. iCx� 3. CANOPY TREES SHOWN ONTHIS LANDSCAPING PLAN SHALL, BE A 3" CALIPER AS MEASURED 12 INCHES - 6 NEW --200- 4 -,200 - ABOVE GRADE, TWO (2) NON CANOPY TREES MAY BE SUBSTITUTED FOR -ONE (1) CANOPY TREE ALONG THE CANOPY TREE RIGHT OF WAY. ALL SHRUBS PLANTED SHALL BE 5 GALLON MINIMUM IN SIZE. 4. ALL LANDSCAPED AREA SHALL BE COVERED WITH NATURAL GRASSES OR APPROVED GROUND COVER. 19 NEW qo 42 5. GRASS AREAS SHALL BE SODDED, PLUGGED SPRIGGED OR HYDROMULCHED; EXCEPT THE SOLID SOD, CALIPER NON -CANOPY TREE SHALL USED IN SWALES, EARTHEN BERMS, AND OTHER AREAS SUBJECTED TO EROSION. 6. NO TREE OR SHRUB SHALL BE PLACED IN SUCH A MANNER AS TO CREATE A HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFrC-.-'---- 5 GAL (Myrica pusifla) 40 NEW THE IRRIGATION PLAN, IF REQUIRED, SHALL BE DESIGNED BY A LICENSED IRRIGATOR. 400 8. ALL SPRINKLER SYSTEMS, IF REQUIRED, SHALL BE DESIGNED IN SUCH A MANNER AS TO MINIMIZE WATER RUNOFF & TO ELIMINATE ANY OVER SPRAY INTO ADJOINING STREETS, DRIVEWAYS, AND PARTING AREAS. 9. ENGINEER RECOMMENDS SOIL TEST TO DETERMINE IF THERE IS A NEED FOR AMENDMENTS TO SOIL FOR Q 07 .(145.8.5'125) = 6 CANOPY TREES LANDSCAPE SURVIVAL. 10. THE LOCATION OF UTILITIES: WATER MAINS, UNDERGROUND ELECTRICAL CONDUITS, FIBER OPTIC CABLES, 48,843.69 SQUARE FEET OF SITE AREA NATURAL GAS LINES, UNDERGROUND TELEPHONE CABLES, AND SANITARY SEWER PIPES SHALL BE 48,843.69 11,000 = 48.84 VERIFIED BY THE CONTRACTOR BEFORE THE START OF 'CONSTRUCTION. A WRITTEN REPORT OF THE 48.84 X 30 = 1,465.2 = 1,466 POINTS OBSERVATION -OF SITE UTILITIES NOT FOUND IN THE LOCATION AS SPECIFIED ON THESE PLANS SHALL BE TOTAL POINTS REQUIRED: a,444 - MADE TO THE OWNER -AND THE SITE ENGINEER BEFORE PROCEEDING WITH ADDITIONAL WORK. ANY WORK TOTAL POINTS PROPOSED -2,-398 q_j OU PERFORMED BY THE CONTRACTOR AFTER THAT TIME IS AT THAT CONTRACTOR'S OWN RISK. 11. IF CONTRACTOR KNOWS OR HAS REASON TO KNOW OF ANY ERRORS, OMISSIONS OR INCONSISTENCIES IN ENGINEER'S DRAWINGS, CONTRACTOR, BEFORE PROCEEDING WITH ANY FURTHER CONSTRUCTION RELATED THERETO, SHALL NOTIFY ENGINEER IMMEDIATELY IN WRITING FOR THE PURPOSE OF PROVIDING ENGINEER WITH AN OPPORTUNITY TO CURE ANY SUCH ERROR, OMISSION OR INCONSISTENCY. FI RF CAA - NVIRUI HN I 91d 1.4 3mvq U11 9MV19111.4 LANDSCAPE PLAN SCALE 1"= 20' PROJECT SITE BEING 1.17 ACRES OF LAND ALSO KNOWN AS LOT #3, BLOCK 2, OF THE TOWER POINT SUBDIVISION PHASE 12,, TO THE CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS. LANDSCAPING POINT CALCULATIONS SYSBOL SIZE NAME & TYPE QUANITY POINT VALUE POINT ISO V MINIMUM LIVE OAK TREE iCx� CALIPER (Quercus Virginiana) 6 NEW --200- 4 -,200 - CANOPY TREE AND TREE CREPE MYRTLE (LWstroemia indica) 19 NEW qo 42 - CALIPER NON -CANOPY TREE WAX MYRTLE 5 GAL (Myrica pusifla) 40 NEW 10 400 SHRUB .STREETSCAPE: FRONT: (145.85'150) X 300 PTS = 876 PTSp, ly, VUIY� A U7 01V-1 pqi�� D g�z YE P 'D Q 07 .(145.8.5'125) = 6 CANOPY TREES POINTS PER. PROJECT AREA: 48,843.69 SQUARE FEET OF SITE AREA 48,843.69 11,000 = 48.84 48.84 X 30 = 1,465.2 = 1,466 POINTS TOTAL POINTS REQUIRED: a,444 - TOTAL POINTS PROPOSED -2,-398 q_j OU z 0 Cn `f' 0., U rn z z 04. 0 0 Go Z C� Z 14 0 � Q _4 01 U)ZI—,P U:, CSW" W14,11 C) aGO oQO Go p7 a on 0 Ao -Old oz U Z U 'SCF(ulF U r cr APPLICANT'S NAME: rn CHARLES MERRITT TODD SCOTT ................. r 16118 1431 OVERLOOK RIDGE 1)R_ m N BELTON, TEX AS 7,6513 CAQ 254-541-4548 Abacus Enineering, Inc Texas gistered DEVELOPER: Enginegjring Firm AGGIE LAND CHICKEN 1, LLC 8361431 OVERLOOK RIDGE DR. C 09 90201) BELTON, TEXAS 76513 FOO 254-541-4548 1. COPYRIGHT 2014 ABACUS ENGINEERING INC. Woo 4 1 ; ' PROPOSED ADA ACCESSIBLE RAMP SEE SHEET C11.1 DETAIL SW2-02 ARC LENGTH=50.47 RADIUS=235.00 CHORD=N190 38"07.57"W CHORDLENGTH=50.372 / f PROPOSED DRIVE ENTRANCE SEE DETAIL STI -01 ON SHEET C11 1 AND DETAIL ST2-03 SHEET C11.1 ARC LENGT14=65.20 RADIUS=265.00 Z CHORD--N20`31'55.00"W CHORD LENGT-H=65.040 1 1 I I � i � �, w P4 PROPOSED 6" CONCRETE PAVING SEE SHEET CI0.1 DETAIL 1. 0 PROPOSED 26' WIDE FIRE I ` W W LANE MARKINGS SEE SHEET CIOA DETAIL 5. z 316.63' -4 I S 450 0014711 W - - - - - - WINC ------------- ---------------------------- 7i 7 - - - - - - - _r con PROPOSED DUMPSTER SEE SHE T (5 _10�3 TAIL 3 L +1 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE au.yla 11 Jl/ v"VL PROPOSED WALK WAY ARC LENGTH=30.38 PROPOSED / ;! ' RADIUS=100.00 SIDEWALK SEE SHEET CHORD=S360 IT 01.00"E C11.1 DETAILS CHORD LENOTH=30.260 / / f PROPOSED SIDE WALK SEE SHEET CIO.] DETAIL 9. / _ PROPOSED BIKE RACK(S) SELECTED BY OWNER TO COMPLY WITH CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. r li i �� �`" v X "ff m PROPOSED GRATE INLET BOX SEI SHEET 0.10.4 DETAIL,' - - -- - - - - - - - - - v/X_ - - - - - - PROPOSED CONCRETE z WHEEL STOPS SEE SHEET C10.1 DETAIL 14. N (TYPICAL) ED PROPOSED RETAINING WALL SEE SHEET CIOA DETAILS. N! BUILDING 979 SQFT 2 !p 1 0 PROPOSED FLAT WORKE SHEET SET CI0.1 DETAILS. � SFr. mow/ \N PROPOSED 9 Nr 3 N V'l H 'd 1.4 H N V 21 V-rXMT3------3 AV GRATE INLET BOX SEE SHEET C 10.4 DETAILS Ivlf�t 57 6e kA:7Aj PROPOSED ADA PARKING & ACCESSIBLE ROUTE RAMP SEE DETAILS ON SHEET CIO.I. r PR ED TRAFFIC LAM M MARKINGS SEE SHEET Cl... dt REL A hi v a U I am 7FINT-4 RNVI 9NVIgVr T98T3 2INVI9 1A NVI979TJ DETAIL 2. z I �� 1 00 z � i � � O __j > N45 00'47" E 370A7' w PROJECT BENCHMARK (T.B.M.) TOP OF FIRE HYDRANT ELEVATION: 268.68 ESTABLISHED FROM CITY OF COLLEGE STATION MONUMENT #CS94-138 STATE PLANE GRID: NORTHING: 10191189.17 EASTING: 3578873.36 EXISTING PAD MOUNTED z Pw4 ELEVATION: 297.79 TRANSFORMER 0 rA PRx"POSED SITE PLAN NOTES: 1) PER CITY OF COLLEGE STATION - PROPERTY ZONED GC - GENERAL COMMERCIAL SCALE I fl= 20' 2) FOR INFORMATION ABOUT HANDICAP PARKING SPACES PLEASE REFERENCE SHEET HCI NOTE 502 PARKING SPACE. 3) PARKING LOT PAVEMENT SHALL CONSIST OF CONCRETE PAVEMENT A MINIMUM THICKNESS OF 6" SEE DETAIL 7 SHEET CIO. 4) ALL SIDEWALKS SHALL ADHERE TO THE TEXAS ACCESSIBILITY STANDARDS EFFECTIVE MARCH 15, 2012 OR LATEST EDITION. ALL OFF STREET PARKING SHALL BE CONSTRUCTION IN ACCORDANCE WITH THE CITY OF COLLEGE PROJECT SITE BEING 1.17 ACRES OF LAND ALSO KNOWN AS LOT #3, BLOCK 2, OF THE TOWER POINT SUBDIVISION PHASE 12, TO THE CITY OF COLLEGE lall"IN, JJKAZU;!) COUNTY, IhAAZ). STATION STANDARDS. 6) THE LOCATION OF UTILITIES: WATER MAINS, UNDERGROUND ELECTRICAL CONDUITS, FIBER OPTIC CABLES, NATURAL GAS LINES, UNDERGROUND TELEPHONE CABLES, AND SANITARY SEWER PIPES SHALL BE VERIFIED BY THE CONTRACTOR BEFORE THE START OF CONSTRUCTION. A WRITTEN REPORT OF THE OBSERVATION OF SITE UTILITIES NOT FOUND IN THE LOCATION AS SPECIFIED ON THESE PLANS SHALL BE MADE TO THE OWNER AND THE SITE ENGINEER BEFORE PROCEEDING WITH ADDITIONAL WORK. ANY WORK PERFORMED BY THE CONTRACTOR AFTER THAT TIME IS AT THAT CONTRACTOR'S OWN RISK. 7) IF CONTRACTOR KNOWS OR HAS REASON TO KNOW OF ANY ERRORS, OMISSIONS OR INCONSISTENCIES IN ENGINEER'S DRAWINGS, CONTRACTOR, BEFORE PROCEEDING WITH ANY FURTHER CONSTRUCTION RELATED THERETO, SHALL NOTIFY ENGINEER IMMEDIATELY IN WRITING FOR THE PURPOSE OF PROVIDING ENGINEER WITH AN OPPORTUNITY TO CURE ANY SUCH ERROR, OMISSION OR INCONSISTENCY. CITY OF COLLEGE STATION CODE OF ORDINANCE NOTES: PER CITY OF COLLEGE STATION OFF-STREET PARKING REQUIREMENTS SECTION 7.2 PARKING CALCULATION ROOM TYPE REQUIREMENTS ROOMS/SQ.FT. PARKING TOTAL PARKING REQUIRED REQUIRED PROVIDED RESTAURANT I PER 100 SQ.FT. 2,979 30 39 W/DRIVE-THRU C14 TEXAS ACCESSIBILITY STANDARD NOTES: PER 2012 TEXAS ACCESSIBILITY STANDARDS TABLE 208.2 PARKING SPACES 1) 26 TO 50 TOTAL NUMBER OF PARKING SPACES PROVIDED - MINIMUM 2 ACCESSIBLE PARKING SPACES REQUIRED. PARKING SPACES TOTAL REQUIRED TOTAL PROVIDED TAS SPACE TAS SPACE VAN PARKING REQUIRED PROVIDED, SPACE PROVIDED 30 39 2 2 1 REFERENCE: I TOWER POINT INFRASTRUCTURE PLANS FOR PHASE 12, LOTS 1-3, BLOCK 2 COLLEGE STATION DATED: 01/26/2012; WEINER DEVELOPMENT CORPORATION 2) FINAL PLAT OF TOWER POINT SUBDIVISION PHASE 12 LOTS 1-4, BLOCK 2; 5.44 ACRES; ROBERT STEVENSON SURVEY DATED: FEB, 2012 3) STORMWATER DRAINAGE REPORT FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT COLLEGE STATION, TEXAS; P. -MOORE & ASSOCIATES INC. DATED: 1/04/2011 4) WATER LINE REPORT FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT PHASE 129 LOTS 1-3 BLOCK 2 COLLEGE STATION, TEXAS; WATER P. MOORE & ASSOCIATES INC. DATED: 5/27/2011 5) SANITARY SEWER REPORT FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT PHASE 12, LOTS 1-3 BLOCK 2 COLLEGE STATION, TEXAS; WATER P. MOORE & ASSOCIATES INC. DATED: MARCH 21, 2011 REVISED: APRIL 27, 2011 CAQ 4) -&EFO 04 zzo'd�: P-owoz hal U 0 z o 6 0 �.D �D CL, � >�' ZAaO0 Wim'- z U W�� (5 rzn 0 0 U Cn COPYRIGHT' 0.2o.i4ABACUS ENGnNEL-RiRG.iNc (?3x20' 00 r N v4 fu C14 o-1 6 M z Z U Fj U4 z W . ...... ....... v APPLICANT'S NAME: 9 . ..... TODD SCOTT .= C> 110118 •Go 1431 OVERLOOK RIDGE DR. BELTON, TEXAS 765.13 254-541-4548 Abacus Eng!nee 'ing, Inc Texas Regis DEVELOPER: Engineering F-38361431 Firm AGGIE LAND CHICKEN 1 LLC 92 OVERLOOK RIDGE DR. CO3 0 BELTON, TEXAS 76513 201 254-541-4548 COPYRIGHT' 0.2o.i4ABACUS ENGnNEL-RiRG.iNc (?3x20' 00 ARC LENGTH=50.47 RADIUS=235.00 CHORD N1.9° 38'07.57"W CHORD LENGTH=50.372 ARC LENGTH=65.20 RADIUS=265.00 CHORD N20° 31'55.00"W CHORD LENGTH=65.040 ARC LENGTH=30.38 RADIUS=100.00 CHORD=S360 17'01.00"E CHORD LENGTH=30.260 I I I I I VICINITY MAP N.T.S. LANDSCAPE PLAN SCALE 1 "= 20' PROJECT SITE BEING 1.17 ACRES OF LAND ALSO KNOWN AS LOT #3, BLOCK 2, OF THE TOWER POINT SUBDIVISION PHASE 12, TO THE CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS. LANDSCAPING POINT CALCULATIONS SYSBOL SIZE NAME & TYPE QUANITY . POINT VALUE POINT LIVE OAK WITHIN 150' OF THE SUBJECT LOT, MEASURED ' 411 MINIMUM (Quercus virginia) 3 NEW 300 900 CALIPER CANOPY TREE WITH THE BUILDING ARCHITECTUREAND RED OAK ; 8. THE LOCATION OF UTILITIES: WATER MAINS, UNDERGROUND ELECTRICAL CONDUITS, FIBER OPTIC CABLES, O 3" MINIMUM (Quercus shumardii) 5 NEW 150 750 CALIPER CANOPY TREE U U 1.5" AND LARGER TREE CREPE MYRTLE (Lagerstroemia indica) 12 NEW 40 480 CALIPER NON -CANOPY TREE ABELIA 5 GAL (Abelia grandiflora) 42 NEW 10 420 SHRUB STREETSCAPE: FRONT: (145.85'/ 50) X 300 PTS = 875.1 PTS (145.85'/ 25) = 6 CANOI Y TREES POINTS PER PROJECT AREA: 51,112 SQUARE FEET OF SITE AREA 51,112 / 1,000 = 51.11 51.11 X 30 =1,533.3 =1,534 POINTS V TOTAL POINTS REQUIRED: 2409.1 TOTAL POINTS PROPOSED: 2550 W W I - �i i _lip i 67a _ LL. Yy y �rYY 4v rrr+rryy r REVIEWED f-�R 6 COMPLIANCE \ I r yr rrylo h I SEP,112015 Yr r CGLL�I ION Y Y I : �.. ,; , ., Yy DEVELOPMENT SERVICES - Y •r PLAT FILED: r r r I ri rY Y Yr� Y Y y �r.yr r Y z riyY Y O i j} r .. �f�� we < -� i... Y Y E i i f... 44 Y rryY v ry� I .� tp T I 1 � Y V q Y Y r Y SEP 15 W y w • •Y y r . C DE LG Pew yY► r Y "'°° P AT Fit r � Yyy Cn r CIT OF COLLEGE STATION NOTES: L Y y Y Irr Y Y Y�Yr y r r y r rr r Y r y Y 1. TOWER POINT PHASE 12, BLOCK 2 LOT 3 IS PART OF THE TOWER POINT PHASE 12 BUILDING PLOT (B). AS IDENTIFIED ON THE Y r r Yy r ry Y Y r APPROVED PRELIMINARY PLAN FOR THE PURPOSES OF SIGNAGE, LANDSCAPING, AND II NON-RESIDENTIAL ARCHITECTURE - STANDARDS FOR BUILDING PLOTS BETWEEN i 20,000 AND 49,000 SQUARE FEET. 2.', ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOTES: NOT -TO BE VISIBLE FROM ANY PUBLIC 1. ALL LANDSCAPING SHALL BE IN COMPLIANCE WITH CITY OF COLLEGE STATION UNIFIED DEVELOPMENT RIGHT-OF-WAY OR RESIDENTIAL DISTRICT ORDINANCE, ARTICLE 7.5 LANDSCAPING AND TREE PROTECTION. WITHIN POINT 1501 OF THE SUBJECT LOT, MEASURED T FROM A POT FIVE FEET ABOVE GRADE. 2. ALL TREES, AND GRASSES ARE TO BE SELECTED BY THE OWNER FROM AN APPROVED LIST AS SUCH SCREENING SHALL BE COORDINATED SHRUBS, WITH THE BUILDING ARCHITECTURE AND SPECIFIED BY THE CITY OF COLLEGE STATION LANDSCAPE & STREETSCAPE STANDARDS. SCALE TO MAINTAIN A UNIFIED APPEARANCE. 3. CANOPY TREES SHOWN ON THIS LANDSCAPING PLAN SHALL BE A 3" CALIPER AND A 4" CALIPER AS 3. EXTERIOR BUILDING AND SITE LIGHTING. MEASURED 12 INCHES ABOVE GRADE. TWO (2) NON CANOPY TREES MAY BE SUBSTITUTED FOR ONE (1) WILL MEET THE STANDARDS OF SECTION 7.11 CANOPY TREE ALONG THE RIGHT OF WAY. ALL SHRUBS PLANTED SHALL BE 5 GALLON MINIMUM IN SIZE. OF THE UNIFIED DEVELOPMENT ORDINANCE. 4. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR THE WASOURCE SHALL NOT PROJECT BELOW AN PERENNIAL GRASS IS REQUIRED IN PARKING LOTS ISLAND SWALES, AND DRAINAGE AREA, THE PARKING N OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. HORIZONTALLY. FIXTURES WILL BE 5. NO TREE OR SHRUB SHALL BE PLACED IN SUCH A MANNER AS TO CREATE A HAZARD TO VEHICULAR OR MOUNTED IN SUCH A MANNER THAT THE PEDESTRIAN TRAFFIC. PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 6. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, FURNISHING AND INSTALLING A COMPLETE 4 ALL ROOF AND GROUND -MOUNTED IRRIGATION SPRINKLER SYSTEM FOR THE SITE. THE CONTRACTOR SHALL PROVIDE EMPTY CONDUIT UNDER MECHANICAL EQUIPMENT SHALL BE VE AND PARKING LOT AS REQUIRED FOR FULL COVERAGE IRRIGATION SYSTEM MUST BE PROTECTED SCREENED FROM VIEWTMU OR ISOLATED SO AS wI Q t rI<�oi' o z �; • _ . pUpW.,,O�d f' a.zw0za pa�.r.ao F zpA�,w W Cn Z uUa�Qa A Q o ~ w A DRI BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, ORA NOT TO BE VISIBLE FROM ANY PUBLIC m DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED ' 7. ENGINEER RECOMMENDS SOIL TEST TO DETERMINE IF THERE IS A NEED FOR AMENDMENTS TO SOIL FOR FROM A POINT FIVE FEET ABOVE GRADE. LANDSCAPE SURVIVAL. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTUREAND ; 8. THE LOCATION OF UTILITIES: WATER MAINS, UNDERGROUND ELECTRICAL CONDUITS, FIBER OPTIC CABLES, O O U U zz V V W W 0 0 U U w rs. O O 66 U U 0 C1.1 a a Z p A A M a M I A `o`o 00 0 0 o z �; • _ . pUpW.,,O�d f' a.zw0za pa�.r.ao F zpA�,w W Cn Z uUa�Qa A Q o ~ w A DRI BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, ORA NOT TO BE VISIBLE FROM ANY PUBLIC m DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED ' 7. ENGINEER RECOMMENDS SOIL TEST TO DETERMINE IF THERE IS A NEED FOR AMENDMENTS TO SOIL FOR FROM A POINT FIVE FEET ABOVE GRADE. LANDSCAPE SURVIVAL. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTUREAND ; 8. THE LOCATION OF UTILITIES: WATER MAINS, UNDERGROUND ELECTRICAL CONDUITS, FIBER OPTIC CABLES, SCALE TO MAINTAIN A UNIFIED APPEARANCE. NATURAL GAS LINES, UNDERGROUND TELEPHONE CABLES, AND SANITARY -SEWER PIPES SHALL BE VERIFIED BY THE CONTRACTOR BEFORE THE START OF CONSTRUCTION. A WRITTEN REPORT OF THE OBSERVATION OF SITE UTILITIES NOT FOUND IN THE LOCATION AS SPECIFIED ON THESE PLANS SHALL BE MADE TO THE OWNER AND THE SITE ENGINEER BEFORE PROCEEDING WITH ADDITIONAL WORK. ANY WORK PERFORMED BY THE CONTRACTOR AFTER THAT TIME IS AT THAT CONTRACTOR'S OWN RISK. 9. IF CONTRACTOR KNOWS OR HAS REASON TO KNOW OF ANY ERRORS, OMISSIONS OR INCONSISTENCIES IN ENGINEER'S DRAWINGS, CONTRACTOR, BEFORE PROCEEDING WITH ANY FURTHER CONSTRUCTION RELATED THERETO, SHALL NOTIFY ENGINEER IMMEDIATELY IN WRITING FOR THE PURPOSE OF PROVIDING ENGINEER WITH AN OPPORTUNITY TO CURE -ANY SUCH ERROR, OMISSION OR INCONSISTENCY. �A F-8 NILK 1I { j..........1,. ................ 'd 110118 W e W N r U Z z APPLICANT'S NAME: `� Z TODD SCOTT o 1431 OVERLOOK RIDGE DR. BELTON, TEXAS 76513 254-541-4548 a� F a ni D ecus Engineering, Inc DEVELOPER: Texas Registered `�GGIE LAND CHICKEN 1, LLC Engineering Firm 1431 OVERLOOK RIDGE DR. F-�'�� ®` BELTON, TEXAS 76513 set% ® 254-541-4548 (1 COPYRIGHT © 2014 ABACUS ENGINEERING INC. CO willow R.E tEWE D FOR NOTES: I, COMPLIANCE 1) PER CITY OF COLLEGE STAT ION -PROPERTY ZONED GC -GENERAL COMMERCIAL. II L _ SEP:11 2015 . y 2 FOR INFORMATION ABOUT HANDI AP PARKING SPACES PLEASE . I I _ REFERENCE TSPACE. NCE SHEET HC 1 NOTE E 502 PARKING r 8 S S / II COLLEGE STATION IOU � o DEVELOPMENT SERVICES v tI I 3) PARKING LOT PAVEIVIENT' S,, H_ ALLCpLL N SISTOFCONCRETEPAVEMENTA PLAT FILED. MINIMUM THICKNESS OF 6uSEE DETAIL 7 SHEET C -10.1. W JCI TING "WATER LINE I _rTl s 4 .A.LL SIDEWALKS .SHALL .ADHERE T . THE TEXAS ACCESSIBILITY U STANDARDS EFFECTIVE MARCH 15 2012 OR LATEST EDITION. � .-. TIVE G PUBLIC t I EXTSTIN P 15 x 0 ( I Q I PROPOSED LIGHT POLE -- 4 PYLON 1 U PROPOSED ADA i I UTIL11 Y EASEMENT 1,031.2 SF I o a -HALL + ,`� U / ( } SIGN EASEMENT 5) ALL OFF STREET PARKING SHALL „E CONSTRUCTION IN ACCORDANCE _ ACCESSIBLE RAMP % / I VOL. 10533 PG. 46 I VOL. 11153, PG IS �� WITH THE CITY OF COLLEGE=STATION STANDARDS, W i PROPOSED CURS EXISTING CONCRETE SEE SHEET Cl 1.1 - _ I � � �? B PROPOSED SEE SHEET G 1 I.1 � � .PYLON "TOWER POINT" I FOR DETAILS - 50' WIDE PRIVATE ACCESS { �.r W WATER FOR DETAILS I SI 6) THE LOCATION OF UTILITIES. WATER MAINS, UNDERGROUND ELECTRICAL F-+ / EASEMENT EXISTING 1 GIT BASE / J &PUBLIC UTILITY EAS LINE I CONDUITS, FIBER OPTIC CABLES, NATURAL GAS LINES, UNDERGROUND fYi W / VOL. 10533 FG. 46 316.63 ELECTRICAL W ►-{ _.. � TELEPHONE CABLES AND SANITARY SEWER PIPES SHALL BE VERIFIED BY � , r� .�tt# ra.. � ; ... }r.. �. � �.. �. �t� wrc: rm.. ��. .,� rtari�rrta .�., ri. �.. _ .. .__ � a: � .eF•". :: ... , - EXISTING 8 SANITARY SEWER / : • w A T E - w A T> R w A T E R - w TER Ot} sj METER THE CONTRAC THE START OF CONSTRUCTION. A WRI'T'TEN �. - WATER T BR TOR BEFORE H °i REPORT F T ON OF ITE UTILITIES NOT FOUND IN TB W _ O HEOBSERVATI PROPOSI~�D 12 N I o r -�LOCATION THESE.PLANS SHALL $ E T THE . :. 5 IDE E I .: ON AS SPECIFIED ON BE.MADE O OWNER 7. S SETBACK .t. I y �FOREPROCEED WITH ADDITIONAL / DRIVE TNRU LANE �, I `� AND THE SITE ENGINEER BE TNG WI AD ON WORK. W . '4 fd (o ANY WO THE CONTRACTOR AFTER IS T PROPOSED LIGHT POLE I I RK PERFORMED BY AFTE TIME A i�; `; • .,� PROPOSED ._ PROPOSED RISK. :. DUMFSTER u �� -� CURB CUTS THAT CONTRACTORS OWN - C..y PRO OSED 1� f D SEE SHEET C10.1 S, SEE SHEET C10.3 DRIVE THRU LANE PROPOSED MENU BOARD a r ARC LENGTH=50.47 / b :� / :~': ' I I 4 FOR DETAILS • 7) IF CONTRACTOR KNOWS OIC HAS REASON TO KNOW OF ANY ERRORS, ,W a - FOR DETAILS i F 7TT / y / PROPOSED CURB " I OMISSIONS OR INCONSISTENCIES• : ENGINI ER'$ DRAWINGS CONTRACTOR RADIUS=235.00 v" /---FIRHLANE-FIRELANB FIAELAN FIRBLANB�-PIRHLANB FTRBLAIQE FIRHLANH------ H� I� I N o r r 3t > 3' ? CHORD=N190 38 07.ST W �a y PROPOSED h " ail SEE SHEET 011.1 I BEFORE PROCEEDING WITH ANY F RTHER CONSTRUCTION RELATED / a r I s d THERETO, SHALL NOTIFY ENGINEER IMMEDIATELY IN WRITING FOR THE CHORD LENGTH=50.372 / / :' / s s s s s - s s s s s s DRIVE THRU LANE FOR DETAILS w _ 4t4.� CO -C° ___ _�-� _._____:_...__:._..._._�_._. _.W ::. d I "' c- PURPOSE OF PROVIDING ENGINEER WITH AN OPPORTUNITY TO CURE ANY 1 I PROPOSED BIKE RACKS �i�. � • �`-��, SUCH ERROR, OMISSION OR INCONSISTENCY. EXIST G S RM / OSED DRIVE PROPOSED SEE SHEET C10.3 SW w I o /ENTRANCE /WA TE ' LINE t 'NTRANCE FOR DETAILS w I r I JY I SEWER a ARC LENGTH=6520 / �!� SHEET Cl 1.1 10 J i �I RA:DNS=265.00 / / FOR DETAILS �ti4 : o p } . x �1 - T if CITY OF COLLEGE STATION NOTES: .CHORD N20 31'55.00"W M - T � �o � .. PROPOSED �... ;..._..... TER PROPOSED CONCRETE CHORD LENGTH=65.{}40 .�" `� PR�PC�L�� / � WALKWAY DIST. PROPOSED WHEEL STOPS 1. T0117ER POINT PHASE 12, BLOCK 2 LOT 3 IS m cn nT PROPOSED UTILITY y A 26' FIRE LANE ' • . ;. ;.=t; ,.. • .. L BUILDING SEE SHEET C 10.1 ,.... PART OF THE 'POWER POINT PHASE 12 x / T . AS IDENTIFIED ' � .: • •, .•: /;. , �.:; •':.` .. - C FOR DETAILS BUILDING PLO _ �) ON THE / , • -., - ;:,:: •. ' ;; • , .2 979 S FT .w FR>JLIMINARY PLAN FOR THE - ,- O ss Ip ( ' 1 APPROVED PURPOSES OF SIGNAGE, LANDSCAPING, AND 7 t' Q I t j U U U U / / :T ;/ =, ` :;� .. •..:.: N NON-RESIDENTIAL ARCHITECTURE ARC LENGTH=30.38 P POSED LIGHT POLE �` w 15' WIDE - Z Z :r r PROPOS LIG POLE UTILITY EASEMENT I s / a STANDARDS FOR BUILDING PLOTS BETWEEN RADIUS=100.00 j I O .p. O p \ i EDIT rrA�� , _ o I " i PROPOSED SIDEWALK. PROPOSED 20,000 AND 49,000 SQUARE FEET. CHORD -S36 17 01.00E PROPOSED ROPOS D / PROPOS' a�` I VOL. 589 PG. 21.8 d d d d CHORD LENGTH 30.260 J SEE SHEET C11.1-' / ` fir.. �_ tu�ti GAS LINE o � E-+. . SIDEWALK GRATE INLET BOX �•...,,_ , ���' E o 2` AL D GROU D -MOUNTED - arlrozsala - axrozf- � - ,�� � L ROOF AN cn cn vI r� ''I / SEE SHEET CILI / FOR DETAILS r PROPOSED ADA RAMP GAS AS GAS GAS GAS GAS GAS GAS GAS T GA • GAS GAS i I ' MECHANICAL '?QUIP NT'SHALL BE U CW7 Cw7 Cwz. � / FOR DETAILS - / I n SCREENED FROM VIE ' OR ISOLATED SO AS a a a a A „ , •.: / 'PROPOSED ADA I _ I NOT TO B� VISILE FR MANY PUBLIC PROPOSED -- I O O o O PROPOSED WALKWAY PARKING: &.LOADING ¢ v I I m s RIGHT OF -WAY OR RE IDENTIAL DISTRICT U U U U GRATE INLET BOX �, o r r w w w �r WITHIN 150 OF 1TEE S JECT LOT MEASURED SEE SHEET 010.1 4,� PROPOSED CURB I I �, a c�. O O O O N SEE SHEET Cl l .1 - ` Lm FROM A POINT FIVE F T ABOVE GRADE. FORDETAILS --� i - �• _ . / 8 .�hE _ _FIR FOR DETAILS _ SUCH SCREENINGS L BE COORDINATED , aplvzaxla-Hxrozxxla-aN�tlsxla axvzsxia xIa sNvzFtxta axvzaxra / ;.. I WITH BUILDING RGHITECTURE AND U. U U �.... ` , PRO OSED LIG H THE O tom' w Chi � I 1. j I I S MAINTAIN A UNIFIED APPEARANCE. W •W ' /.. •: PROPOSED CURB I CAL$ TO MAIN W W " n 0 20 WIDE ELECTRICAL EASEMENT a w a pa SEE SHEET CILI s Q U G U E U G E _ EXHIBIT''A O A A A • _ � . �} . s.:;: _ FOR DETAILS G UGE U E I w F; ,... ( VOL. 723, PG 689 va rn - - t, I,~ cn ( co �. •:.,: 7.51' .5 • IDES A \1e, n W I- - - -- -- - - - - - - - - - - - - 0 -I I { N 45A 00' 47" E p c I , l c� 370.07 _ EXISTING PAD' PROJECT BENCHMARK T.B.NQ PROPOSED CONCRETE l T � I MOUNTED TRANSFORMER c,. Ii o _ TOP OF FL:� HYDRANT WHEEL STOPS = ( ° •�''� .PROPOSED LIGHT POLE \ .. � ELEVATION: 268.68 SEE SHEET C10:1 i -II II ESTABLSHED FROMCITY OF COLLEGE GE T ATION FOR DETAILS BENCHMARK MONUMENT #CS94_138 I ( W x n STATE PLANE GRID: i w I i`D 1 i = NORTHING: 16191189.17 I m VICINITY MAP N.T.S. - PR OPf1q.F.n RT'TF. PT. A N .� PARKING CALCULATION ROOM TYPE REQUIREMENTS ROOMS/SQ.FT. PARKING TOTAL PARKING SUBDIVISION PHASE 12, TO THE CITY OF REQUIRED REQUIRED PROVIDED RESTAURANT 1 PER 100 SQ.FT. 2,979 30 38 W/DRIVE-THRU I -4 d POLYESTER RED CANVAS AWNING, ALUMINUM 1,p 'fl •. 110118 1.,500 GALLONS PER MINUTE TEXAS ACCESSIBILITY STANDARD. NOTES: PER 2012 TEXAS ACCESSIBILITY STANDARDS TABLE 208.2 PARKING SPACES 1) 26 TO 50 TOTAL NUMBER OF PARKING SPACES PROVIDED - MINIMUM 2 ACCESSIBLE PARKING SPACES REQUIRED. PARKING SPACES TOTAL REQUIRED TOTAL PROVIDED T TAS SPACE TAS SPACE VAN PARKING SUBDIVISION PHASE 12, TO THE CITY OF REQUIRED PROVIDED SPACE PROVIDED 3038 W 2 2 1 100 YEAR FLOODPLAIN INFORMATION THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. •480083, PANEL NO. 031 OF. MAP NO. 48041CO3.1OF EFFECTIVE DATE: APRIL 2,2014. PROTECT SITE BEING 1.17 ACRES OF LAND ALSO KNOWN AS . LOT 43, BLOCK 2, OF THE TOWER POINT SUBDIVISION PHASE 12, TO THE CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS. w 1) TOWER POINT INFRASTR.UC�`URE PIANS FOR PHASE 12, LOTS 1-3; �a � � a a o � BLOCK 2 COLLEGE STATION H a x a BATED: -01/26/2012; WEINER DEIELOPMENT .CORPORATION. z M A z •o, Uw 2) FINAL PLAT OF TOWER POINT 'S UBDIVISION PHASE 12 LOTS 1-4, U� BLOCK 2;' 5.44 ACRES; ROBERT �TEVE:cdSOl�T SURVEY p ¢ otz DATED: `FEB, 2012 Go~ a 3 STORMWATER REP T DRAINAGE R FOR TOWER POINT I A II`IFRAST]E�UCTURE: DE v rj.,vrivjmiT COLLE E.STATIOIN, TEXAS; WALKER P. MOORE & ASSOCIATES INC. DATED- 1/04/2,911 o EXTERIOR BUILDING AND SITE LIGHTING REQUIREMENTS EXTERIOR BUILDING AND SITE, LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED. DEVELOPMENT ORDINANCE. THE LIGHT SOURCES SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND -NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE ' WITH THIS SECTIO WILL B NS E VERIFIED AT' THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. BUILDING MINIMUM GALLONS PER DAY AVERAGE . GALLONS PER DAY MAXIMUM GALLONS PER DAY WATER 467 1,257 1,667 SEWER 067 4) WATER LINE REPORT FOR TOWER POINT INFRASTRUCTURE W Cl o "o 0 -4 d POLYESTER RED CANVAS AWNING, ALUMINUM 1,p 'fl •. 110118 1.,500 GALLONS PER MINUTE DEVELOPMENT PHASE 12, LOTSII 1-3 BLOCK 2 COLLEGE STATION, V -B(2 ..6n . MIN. METAL TRIMS E.I.F.S. b PAREX w/ -STOREFRONT,ba y NOT HR DURATION) SWIRL FINE FINISH, PARAPET WALLS CONSTRUCTED w/ 26ga. SPRINKLED ,/� ,, (PER APPENDIX B OF X012 IFC) TEXAS; WATER P. MOORE & ASSOCIATES INC. MIN. METAL WALL CAP, 26ga. MIN. PREFINISHED METAL I CAL[- o.� rt, ;.� . ROOF SCUPPER, 26ga MIN. METAL DOWNSPOUT (MIN. 4"x5" ) G DATED: 5/27/2011 A O Q,o 0 : - 1- ; �rirr Inc Ab u_ En n . - c�, . 1> L I�EVELOPETZ. Texas Registered - r 5) SANITARY SEWER REPORT FORM TOWER POINT INFRASTRUCTURE a En9 Ineermg Flrm H co_3 O O O G DEVELOPMENT PHASE 12, LOTS 1-3 BLOCK 2 COLLEGE STATION, l TEXAS; WATER. P. MOORE & ASSOCIATES INC. �. . DATED: MARCH 21, 2011 REVISED: y t� w 1) TOWER POINT INFRASTR.UC�`URE PIANS FOR PHASE 12, LOTS 1-3; �a � � a a o � BLOCK 2 COLLEGE STATION H a x a BATED: -01/26/2012; WEINER DEIELOPMENT .CORPORATION. z M A z •o, Uw 2) FINAL PLAT OF TOWER POINT 'S UBDIVISION PHASE 12 LOTS 1-4, U� BLOCK 2;' 5.44 ACRES; ROBERT �TEVE:cdSOl�T SURVEY p ¢ otz DATED: `FEB, 2012 Go~ a 3 STORMWATER REP T DRAINAGE R FOR TOWER POINT I A II`IFRAST]E�UCTURE: DE v rj.,vrivjmiT COLLE E.STATIOIN, TEXAS; WALKER P. MOORE & ASSOCIATES INC. DATED- 1/04/2,911 o EXTERIOR BUILDING AND SITE LIGHTING REQUIREMENTS EXTERIOR BUILDING AND SITE, LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED. DEVELOPMENT ORDINANCE. THE LIGHT SOURCES SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND -NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE ' WITH THIS SECTIO WILL B NS E VERIFIED AT' THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. . 7 'it� cv rn o _ 0 L ENGINEE R A t a �. w O r r� .(s l H o WITH THE SPRING C Y SEWER IMPACT FEE AREA $.1.44.O1/LUE ,, i PROJECT IS LOCATED IN S _ REEL. SANITARY ( ) I 1 . PROJECTED DOMESTIC WATER AND SEWER DEMANDS BUILDING MINIMUM GALLONS PER DAY AVERAGE . GALLONS PER DAY MAXIMUM GALLONS PER DAY WATER 467 1,257 1,667 SEWER 067 4) WATER LINE REPORT FOR TOWER POINT INFRASTRUCTURE 1,667 NATURAL AUSTIN LIMESTONE WAINSCOT,.' VINYL LAMINATE its -4 d POLYESTER RED CANVAS AWNING, ALUMINUM 1,p 'fl •. 110118 1.,500 GALLONS PER MINUTE DEVELOPMENT PHASE 12, LOTSII 1-3 BLOCK 2 COLLEGE STATION, V -B(2 ..6n . MIN. METAL TRIMS E.I.F.S. b PAREX w/ -STOREFRONT,ba y NOT HR DURATION) SWIRL FINE FINISH, PARAPET WALLS CONSTRUCTED w/ 26ga. SPRINKLED ,/� ,, (PER APPENDIX B OF X012 IFC) TEXAS; WATER P. MOORE & ASSOCIATES INC. MIN. METAL WALL CAP, 26ga. MIN. PREFINISHED METAL I CAL[- o.� rt, ;.� . ROOF SCUPPER, 26ga MIN. METAL DOWNSPOUT (MIN. 4"x5" ) G DATED: 5/27/2011 : - 1- ; �rirr Inc Ab u_ En n . - c�, . 1> L I�EVELOPETZ. Texas Registered - r 5) SANITARY SEWER REPORT FORM TOWER POINT INFRASTRUCTURE a En9 Ineermg Flrm H co_3 ; DEVELOPMENT PHASE 12, LOTS 1-3 BLOCK 2 COLLEGE STATION, TEXAS; WATER. P. MOORE & ASSOCIATES INC. �. . DATED: MARCH 21, 2011 REVISED: y t� aaa K , l�•M r^ r S<,, r, t r^ + a Go Z d SCP 11 2015 pn coo P4 W WFn . 7 'it� cv rn o _ 0 L ENGINEE R A t a �. w O r r� .(s l H o WITH THE SPRING C Y SEWER IMPACT FEE AREA $.1.44.O1/LUE ,, i PROJECT IS LOCATED IN S _ REEL. SANITARY ( ) I 1 . PROJECTED DOMESTIC WATER AND SEWER DEMANDS BUILDING MINIMUM GALLONS PER DAY AVERAGE . GALLONS PER DAY MAXIMUM GALLONS PER DAY WATER 467 1,257 1,667 SEWER 067 1,257 1,667 PROJECTED DOMESTIC WATER AND SEWER DEMANDS BUILDING MINIMUM. M GALLONS PER MINUTE AVERAGE GALLONS PER MINUTE MAXIMUM GALLONS PER MINUTE WATER 1.34 1.75 2.32 SEWER 1.34 1.75 2.32 FIRE FLOW INFORMATION BUILDING BUILDING ` BUILDING MATERIAL IS THE BUILDING FIRE FLOW REQUIREMENT SIZE TYPE _ . SPRINKLED � , GH�IFLE8 MEFiR1TT ...• r .....................Y.. TODD SCOTT NATURAL AUSTIN LIMESTONE WAINSCOT,.' VINYL LAMINATE , POLYESTER RED CANVAS AWNING, ALUMINUM 1,p 'fl •. 110118 1.,500 GALLONS PER MINUTE 2,979 SQ.FT. V -B(2 ..6n . MIN. METAL TRIMS E.I.F.S. b PAREX w/ -STOREFRONT,ba y NOT HR DURATION) SWIRL FINE FINISH, PARAPET WALLS CONSTRUCTED w/ 26ga. SPRINKLED ,/� ,, (PER APPENDIX B OF X012 IFC) MIN. METAL WALL CAP, 26ga. MIN. PREFINISHED METAL I CAL[- o.� rt, ;.� . ROOF SCUPPER, 26ga MIN. METAL DOWNSPOUT (MIN. 4"x5" ) G �� :............................., APPLiCAiN I S NAME: H a - .. - � , GH�IFLE8 MEFiR1TT ...• r .....................Y.. TODD SCOTT x , 1,p 'fl •. 110118 131VERL O QO K RIDGE DR. _ ... v� -, I i o i .. 1 .CEN BELTQN, TEXAS 76513 m I CAL[- o.� rt, ;.� . 254-541-4548. G u f : - 1- ; �rirr Inc Ab u_ En n . - c�, . 1> L I�EVELOPETZ. Texas Registered - r a En9 Ineermg Flrm AUGIE LAND CHICKEN l LLC 1431 OVERLOOK RIDGE DR. co_3 ; 2IQ aJ�TQr�RT x 7 O Pd AO l bV l •c wa� � uaaaUI �u `Y Atli >n I.lYa.11Oti7o QN. 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